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Tender Value
₹28.9 L
EMD Value
₹29,000
Closing Date
11 May 2026, 6:00 pmClosed
Executive Engineer, R & B Panchayat Division Ahmedabad
Construction of Community Hall at post Endla Ta: Mandal, Dist.: Ahmedabad
295353
29/2025-2026
Open
Civil Works - Buildings
Works
Ahmedabad
6 documents required · 6 mandatory
₹1,500
Executive Engineer, R & B Panchayat Division Ahmedabad
₹29,000
8 Apr 2026
8 Apr 2026
8 Apr 2026
11 May 2026
8 Apr 2026
estimated Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
but may be words estimated
book of specifications) more or less
quantities
Item Demolition of Brick work and stone masonry including Rupees Five
No 1 stacking of serviceable materilas and disposal of Hundred Fifty and
unserviceable materials with all lead and lift.(ii) In Cement Forty Paisas Only
Item Demolition including stacking of serviceable materilas and Rupees One
No 2 disposal of unserviceable materials with all lead and lift. Thousand Fifty Seven
(i) R.C.C. work and Eighty Five
Paisas Only
Item Dismentaling tiled of stone floors laid in mortar including Rupees Forty Seven
No 3 stacking of serviceable materilas and disposal of and Seventy Two
unserviceable material swith all lead and lift Paisas Only
Item Excavation for foundation upto 1.5 mt.depth including Rupees One
No 4 sorting out and stacking of useful materials and disposing Hundred Forty Nine
of the excavated stuff up to 50meter lead (B) Dense or and Sixty Seven
Hard soil Paisas Only
Item Filling in plinth with sand under floors incl. watering Rupees Four
No 5 ramming consolidating and dressing etc.comp. Hundred Sixty and
Nineteen Paisas Only
No 6 soil in layer of 20 cm in thickness including ramming Hundred Eighty Nine
watering and consolidating etc. complete and Six Paisas Only
Item Filling available excavated Earth (Excluding Rock ) in Rupees One
No 7 trench plinth side of foundation . in layer not excluding 20 Hundred Thirty and
cm in depth consolidation each deposited layer by 63.62 Cum 130.39 Thirty Nine Paisas
ramming and watering etc. complete Only
Item Providing and laying cement concrete1:4:8 (1 Cement : 4 Rupees Two
No 8 corse sand : 8 Machine crushed stone aggregates 40mm Thousand Eight
nominal size) and curing compelete excluding cost of 39.77 Cum 2838.81 Hundred Thirty Eight
form work in (A) Foundation and plinth and Eighty One
Paisas Only
Item Providing and laying cement concrete 1:3:6 (1 cement : 3 Rupees Four
No 9 coarse sand : 6 crushed stone aggregates 20 mm Thousand Forty Six
nominal size) and curing complete including cost of form 1.91 Cum 4046.21 and Twenty One
work in (A) Wall caps/copings. Paisas Only
Item Providing and laying cement concrete 1:2:4 (1 Cement : 2- Rupees Three
No Coarse sand : 4- graded stone aggregates 20 mm Thousand Six
10 nominal size) and curing complete excluding cost of 19.33 Cum 3697.91 Hundred Ninety
formwork in (A) Foundation and Plinth Seven and Ninety
One Paisas Only
Item Providing and laying cement concrete work 1: 1.5 :3 (1 Rupees Four
No Cement : 1.5- Coarse sand : 3- graded stone aggregates Thousand One
11 20 mm nominal size) and curing complete excluding cost Hundred Seventy
of formwork and reinforcement for reinforced concrete 6.84 Cum 4174.22 Four and Twenty Two
work in (A) Foundations, footings, Base or columns and Paisas Only
Mass concrete
Item Providing & laying Ordinary cement concrete 1:1.5:3 Rupees Ten
No (1cement : 1.5 coarse sand 3 graded stone aggragate 20 Thousand Eight
12 mm nominal size) and finishing the smooth with curing Hundred Ten and
etc. complete including the cost of formwok but excluding Thirty Nine Paisas
the cost of reinforcement for RCC work in (II) COLUMNS 3.65 Cum 10810.39 Only
(i) Having cross sectional area more than 0.08Sq.M and
upto 0.18 Sq.M
Quantity Total Amount
Quantity Total Amount
Description of Item Estimated
estimated Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
but may be words estimated
book of specifications) more or less
quantities
Item Brick work using common burnt clay building bricks Rupees Four
No having crushing strength not less than 35 kg./Sq.Cm. in Thousand Fifty One
13 foundation and plinth in Cement Mortar 1:5. (1- Cement : 26.47 Cum 4051.78 and Seventy Eight
5 -fine sand) (B) Conventional Paisas Only
Item Brick work using common burnt clay building bricks Rupees Four
No having crushing strength not less than 35 kg./ Thousand Three
14 Sq.Cm. in super structure in Cement Mortar 1:5. 51.05 Cum 4326.75 Hundred Twenty Six
(1- Cement : 5 -fine sand) (B) Conventional and Seventy Five
Paisas Only
Item Brick work using common Brunt clay building bricks Rupees Four
No having crushing strength not less than 35 Kg./Sq.cm.. In Thousand Two
15 super structure above plinth level upto floor two level Hundred Ninety Five
in cement mortar 1:6 (1cement : 6 fine sand) (b) 28.55 Cum 4295.99 and Ninety Nine
Conventional {Ground FLoor } Paisas Only
Item Providing and laying ordinary Cement concrete 1:1.5:3 (1 Rupees Eight
No Cement 1.5 coarse sand 3 graded stone agg. 20 mm Thousand Nine
16 nominal size) for RCC lintel including finishing smooth Hundred Thirty Two
with curing etc. complete includiong the cost of formwork 0.50 Cum 8932.25 and Twenty Five
but excluding the cost of reinforcement. Paisas Only
Item Provdg & laying cement concrete 1:1.5:3 (1cement : 1.5 Rupees Six
No coarse sand 3 graded stone aggragate 20 mm nominal Thousand Seven
17 size) for reinforced concrete chhajjas not exceeding 10 Hundred Sixty Three
cm. Thickness upto floor two level including finishing the and Thirty Nine
exposed surfaces with cement mortar 1:3 (1 cement : 3 0.65 Cum 6763.39 Paisas Only
fine sand) to give a smooth and even surface centering
and form work and curing complete excluding cost of
reinforcement.
Item Providing and laying ordinary cement concreate 1:1.5:3 (1 Rupees Seven
No Cement : 1.5 coarse sand : 3 graded stone aggregates Thousand Eight
18 20mm nominal size) and curing complete Including cost 13.40 Cum 7877.05 Hundred Seventy
of form work in (i) Beam Having cross-sectional area 0.08 Seven and Five
to 0.12 sq. m. Paisas Only
Item Providing and laying ordinary cement concrete 1:1.5:3 (1- Rupees Seven
No Cement 1.5-coarse sand : 3 -graded stone aggregates Thousand Six
19 20mm nominal size) exposed work with curing etc. Hundred Sixty Five
complete including the cost of formwork but excluding the 19.60 Cum 7665.49 and Forty Nine Paisas
cost of reinforcement for R.C.C work in (iii) Slabs having Only
more than 10cm and up to 13 cm. thickness
Item Providing TMT bar FE 500D reinforcement for R.C.C. Rupees Seventy Six
No work including bending, binding, and placing in position 4863.50 Kg. 76.21 and Twenty One
20 complete upto floor two level. Paisas Only
Item Providing 15mm thick cement plaster in single coat on Rupees One
No brick/concrete walls for interior plastering upto floor two Hundred Seventy Six
21 level and finished even and smooth in. (ii) Cement 240.18 Smt 176.58 and Fifty Eight Paisas
mortar 1:3 (1-cement :3-sand) up to floor two level. Only
Item Providing 10mm thick cement plaster in single coat on Rupees One
No ceilings and sofits of stairs for interior plastering upto floor Hundred Fifty Three
22 two level and finished even and smooth in (i) Cement 144.21 Smt 153.67 and Sixty Seven
mortar 1:3 (1-cement: 3-sand) for Ground Floor Paisas Only
Item 20mm thick sand faced cement plaster on walls upto Rupees Three
No height 10 metres above ground level consisting of Hundred and Sixty
23 12mm thick backing coat of C.M. 1:3 (1-cement : 3- Six Paisas Only
sand) and 8mm thick finishing coat of C.M. 1:1 (1-
cement : 1-sand) etc.complete. as directed including 546.51 Smt 300.66
cost of 12mm x 12mm size grooves to be created
as shown in drawing for completed items of work.
Quantity Total Amount
Quantity Total Amount
Description of Item Estimated
estimated Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
but may be words estimated
book of specifications) more or less
quantities
Item Providing and fixing alluminium anodised glazed Rupees Four
No door 63.50mm x 38.00 @ 1.1 Kg./ Rmt. weight with Thousand Five
24 35mm thick flush door shutter solid core construction with Hundred Eighty Seven
frame of first class hard wood with cross bends and face and Four Paisas Only
vineer of plywood face pannels with 1mm thick 12.18 Smt 4587.04
Laminated sheet on both side with S.S. fixtures &
fastening etc. complete.
Item Providing and fixing window having extruded aluminum Rupees One
No Colour anodized section frame main outer size 63.50 x Thousand Seven
25 38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two Hundred Thirteen and
track member size 61.85 mm x 31.75 mm x 1.20mm @ Seventy Paisas Only
wt.of 0.695 Kg/mt, vertical member of size 61.85 mm x
31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with sliding
shutters of horizontal member size 40mm x 18mm x
1.29mm @ wt.of 0.456Kg/mt, vertical member of size 14.40 Smt 1713.70
0.457 Kg/mt with 5 mm thick transparent bronze colour
tinted float glass with powder coated aluminum fittings
and fixtures and transparent silicon sealant glass fixing to
frame as per details etc complete for window.
Item Wall and ceilling painting (Two Coats) including primer Rupees One
No & putty) with plastic emulsion paint of approved Hundred Nineteen
26 brand and manufacture on undecorated wall and Eighty Two
surface to give an even shade including throughly 533.79 Smt 119.82 Paisas Only
brushing the surface free from mortar droppings and
other foreign matter and sand papered smooth.
Item Finishing wall with weather proof exterior emulsion Rupees One
No paint on wall surface (two coats) to give an required Hundred Fourteen
27 shape even shade after thoroughly brushing the and Fifty Three
surface to remove all dirt, and remains of loose 986.35 Smt 114.53 Paisas Only
powdered materials etc complete
Item Providing and fixing to wall ceiling and floor 10.0 Rupees Three
No Kg.F/Cm2 working pressure poluthene pipe soft he Hundred Thirty Six
28 following out side Dia. Low densidy,complete with special and Twenty Four
falnge compression type fittings, wall clips etc. including 30.00 Rmt 336.24 Paisas Only
making good the wall ceiling and floor.(G)110 mm
Item Providing and fixing Safety Grills of required pattern for Rupees One
No windows/ door using M.S. polished bars, Rectangular Hundred Six and
29 CRC Pipes of size 50mm x 30mm x 2mm or Required at Seven Paisas Only
required spacing as per design and hold fast with coach 860.00 Kg. 106.07
bolts including one coat of primer and two coats of matt
finished oil painting etc. complete.
Item Providing and laying broken china mosaic flooring for Rupees Seven
No Terrece using 12mm to 20mm of broken piece of glazed Hundred Forty Seven
30 tiles to be laid over cement mortar bedding of CM (1:3) to and Twenty Nine
plain or slope & to be tempered to bring Mortar cream out Paisas Only
upto surface using white cement including rounding off 229.86 Smt 747.29
junction and extending them up to 15 cm along the wall
clearing water and oxalic acied etc as directed
Item Providing and laying Vitrified granite tiles 8mm to 10 mm Rupees One
No thick in skirting risers of steps and dedo on 10 mm. Thousand One
31 thick cement plaster 1:3 (1 cement : 3 coarse sand) Hundred Forty One
pointing in white cement and jointed with white cement 9.51 Smt 1141.45 and Forty Five Paisas
slurry { Glazed Vitrified Tiles / Full Body Vitrified tiles Only
match to florring}
Quantity Total Amount
Quantity Total Amount
Description of Item Estimated
estimated Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
but may be words estimated
book of specifications) more or less
quantities
Item Providing and laying polished Kota stone slab flooring Rupees Nine
No over 20mm (Average) thick base of cement mortar 1:6 (1- Hundred Ninety Two
32 cement : 6-coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5 - and Sixty Six Paisas
coarse sand) laid over and jointed with grey cement slurry Only
mixed with pigment to match the shade of slab including 219.01 Smt 992.66
rubbing and polishing etc. complete. (A) 25mm thick
Item Providing and laying glazed tiles 30 cm x 45 cm Rupees One
No size in skirting risers of steps and dado on 10 mm. Thousand Four
33 Thick cement plaster 1:3 (1 cement : 3 coarse sand) Hundred Forty One
pointing in white cement and jointed with white cement 68.69 Sqm 1441.22 and Twenty Two
slurry. Shade and pattern approved by Architect Office Paisas Only
Item Providing and fixing wash basin with single hole for Rupees Two
No pillar tap with C.I. Or M.S. brackets painted with Thousand Ninety Two
34 including cutting holes and making good the same and Fifty Five Paisas
including fittings. (A) Vitreous Chona (ii) Flat back 1.00 Nos 2092.55 Only
wash Basin 550mm x 400mm size (i) in white colour
Item Providing and fixing wash down water closet Rupees Four
No (European type, W.C. Pan) with integral P or S trap Thousand Three
35 including jointing the trap with soil pipe in Cement Hundred Seven and
Mortar 1:1 (1-Cement : 1-fine sand) including Seal 2.00 Nos 4307.08 Eight Paisas Only
and cover (A) Vitreous China
Item SS Sink Glosy ASIS 304 Grade x 1mm thick with over all Rupees One
No size 610x460 mm & bowl size 560x410x200 Thousand Five
36 1.00 Nos 1540.67 Hundred Forty and
Sixty Seven Paisas
Item Providing and fixing Machine cut, free edges, Polished Rupees Two
No Granite stone slab flooring 18 mm thick laid on 20 mm Thousand Nine
37 thick cement mortar 1:6 ( 1 cement:6 coarse sand) for Hundred Seventy
Trade & Riser including Half Round moulding front edge Seven and Fifty
of trade jointed with matching pigment & cement slurry 7.20 Sqm 2977.50 Paisas Only
including rubbing and polishing finishing etc. complete.
Item Providing and fixing machine cut, free edges, mirror Rupees Two
No polished Granite stone slab 18 mm thick for vertical wall/ Thousand Six
38 Doors/ Windows Sill, Jams for cladding as per design Hundred Twenty One
including full moulded round inside edge and laid on 10 and Seventy Eight
mm thick cement mortar 1:3 ( 1 cement: 3 coarse sand) 19.74 Sqm 2621.78 Paisas Only
jointed with grey cement slurry including rubbing and
polishing finishing etc. complete.
Item Providing & fixing number plate of marble stone of Rupees Three
No required size slate in C.M. 1:4 Including finishing and Hundred Six and
39 engraving letter etc. complete Fourteen Paisas Only
Item Point wiring for Light /Fan/ Bell/ Primary Point with 2-1.5 Rupees Three
No sq.mm & earth wire of 1.5 sq.mm (green) both are of ISI Hundred Ninety and
40 marked 1.1 kv grade FRLSPVC insulated multi strand Eighty Seven Paisas
copper wires upto max length of 10 mt, in below type of Only
pipe erected with 6A TissinoType ISI marked flush type
switch / bell push and accessories erected on Metal
/PVC/Wooden Box covered with 3 mm thick PC 34.00 Nos 390.87
(Polycarbonate) /Acrylic/Laminated sheet. with necessary
Lamp holder/ ceilingrose/ H.D.Connector as directed.(f)
with medium class Rigid PVC pipe and accessories
erected concealed in wall/ ceiling complete
Quantity Total Amount
Quantity Total Amount
Description of Item Estimated
estimated Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
but may be words estimated
book of specifications) more or less
quantities
Item Providing & erecting Approved make Ceiling Fan with Rupees Two
No double ball bearing ISI mark with Condenser 230 volt Thousand Three
41 A.C.50 Hz 1200 mm sweep complete having 3 blades Hundred Eleven and
aluminium body and blade sets having ornamental design 10.00 Nos 2311.89 Eighty Nine Paisas
shanks , canopy erected with earthing.[ Make shall be Only
approved by Engineer in Charge] item code 5.1.3)
Item Supplying & erecting approved make HFHC Electronic Rupees Three
No ballast having operation voltage range 120V to 300V at Hundred Nine and
42 0.95 power factor for (a) One No. 20/40 watt tube light cat- Six Paisas Only
Item Point wiring for independent PLUG with following size Rupees Three
No mains earth wire of 1.5 sq.mm (green) both are of ISI Hundred Forty Seven
43 marked 1.1 KV grade FRLS PVC insulated multi strand and Forty Four Paisas
copper wires upto 10 mt length, in following below of pipe Only
erected complete with ISI marked 3 / 5 Pin socket and
tissino type switch erected with earth continuity
connection erected on Metal / PVC/ Wooden box covered
with 3 mm thick PC (Polycarbonate) / Acrylic/ Laminated 4.00 Nos 347.44
sheet. [A] For 6 amp plug and 6 amp switch with 2-
sq. mm Cu. Mains from near by switch board/ db board
upto 6 mt.(f) with medium class Rigid PVC pipe and
accessories erected concealed in wall/ ceiling complete
Item Providing & erecting 240 V MCB double pole switch for Rupees Two
No motor & inductive load (C Curve) having 10 KA breaking Hundred Seventy and
44 capacity & confirms to IS: 8828 in existing box having 2.00 Nos 270.68 Sixty Eight Paisas
following capacity (A) 6 to 32 Amp cat II Only
Item Providing and erecting Pipe type earthing with 40 mm dia Rupees Eight
No 2.5 mtr long 'B' grade G.I. pipe with necessary coupling Hundred Twenty
45 buch buried in specially prepared earth pit & G.I. earth 1.00 Nos 823.15 Three and Fifteen
wire of 8 SWG erected & connected as directed (For Paisas Only
Item (C) 1 H.P. single phase open well motor pump set Rupees Nine
No suitable for 185 LPM discharge @ 25 mtr. head, suitable Thousand Thirty Nine
46 for 32 mm dia. Delivery pipe with control panel.Cat. I and Fifty Paisas Only
Item Providing laying and jointing in true line and level 40mm Rupees One
No dia. U.P.V.C. Pipe ( SCH- 40) for cold water including Hundred Forty Eight
47 fittings as approved by Engineer In Charge. Pipe shall be and Twelve Paisas
fixed on the wall with the help of clamp at every two metre Only
C/C or shall be concealed as directed including necessary 30.00 Rmt 148.12
fittings etc. including testing of pipe and joints and fixing
the same with adhesive solvent, including cost of all
materials.
Item Providing laying and jointing in true line and level 25mm Rupees Ninety One
No dia. U.P.V.C. Pipe ( SCH- 40) for cold water including and Eighty Four
48 fittings as approved by Engineer In Charge. Pipe shall be Paisas Only
fixed on the wall with the help of clamp at every two metre
C/C or shall be concealed as directed including necessary 25.00 Rmt 91.84
fittings etc. including testing of pipe and joints and fixing
the same with adhesive solvent, including cost of all
Item Providing laying and jointing in true line and level Rupees Seventy Two
No 15mm dia. U.P.V.C. Pipe ( SCH-40) for cold water and Sixty Five Paisas
49 including fittings make as approved by Engineer In Only
Charge. Pipe shall be fixed on the wall with the help of
clamp at every two metre C/C or shall be concealed as 25.00 Rmt 72.65
directed including necessary fittings etc. including
testing of pipe and joints and fixing the same with
adhesive solvent, including cost of all materials
Quantity Total Amount
Quantity Total Amount
Description of Item Estimated
estimated Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
but may be words estimated
book of specifications) more or less
quantities
Item Providing erecting and fixing double coated PVC. Rupees Three and
No (ISI) mark water tank of reqd capacity each with all Ninety Five Paisas
2000.00 Litre 3.95
50 necessary fittings & connection etc. comp on terrace. Only
Item Providing and fixing C.P. Bib cock 15 mm Heavy duty Rupees Four
No with cap 5.00 Nos 400.58 Hundred and Fifty
51 Eight Paisas Only
Item Providing and fixing C.P. Angle stop cock 15 mm Heavy Rupees Four
No duty with cap Hundred Seven and
52 Forty Two Paisas
Item Providing and fixing C.P. Pillar cock 15 mm Heavy duty Rupees Six Hundred
No swan neck Forty Seven and
53 Ninety Five Paisas
Item Providing and fixing ball cock of approved. Quality as Rupees One
No directed. (A) Copper Metal (ii) 50mm dia. Hundred Eighty Nine
54 and Eighty Four
Paisas Only
Item Providing and fixing S.W. gully trap with C.I. grating Rupees One
No brick masonry chamber and 300mm x 300mm size Thousand Two
55 (inside) with standard weight. (i) Square mouth traps. (B) 1.00 Nos 1246.92 Hundred Forty Six and
150mm x 100mm size Pof R type Ninety Two Paisas
Item Providing and fixing cast iron (Spun) Nahni trap of Rupees Six Hundred
No the following nominal diameter of self cleaning design Six and Eight Paisas
56 with C.I. screaed down or higned grating including Only
cost of cutting and making good the walls and floor 2.00 Nos 606.08
100mm inlet and 50mm outlet. (C) 100mm
Item Providing and fixing Gun metal check or non-return Rupees Three
No fullway wheel valve. (D) 32mm dia. Hundred Fourteen
57 and Seventy Three
Paisas Only
Item Constructing brick masonry chamber for under ground Rupees Three
No C.I. Inspection chamber and bends with bricks having Thousand Six
58 crushing strength not less than 35Kg/ Cm2 in C.M. 1:5 Hundred Sixty and
C.I. cover with frame (Light duty) 455mm x 610mm Seventy Six Paisas
intenal dimensions total weight of cover with frame to be Only
not less than 38Kg. (Wt. of cover 23Kg.) and Wt. of frame
15Kg.) (R.C.C. top slabe with 1:2:4 mix (1-cement :
coarse sand: 4- graded stone aggregate 20mm size)
foundation concrete 1:5:10 inside plaster 15mm thick with
cement mortar 1:3 finished smooth with a floating coat of
neat cement on walls and bed concrete etc. complete. (ii)
Inside dimensions 500mm x 700mm and 450mm deep for
pipe line with one or two inlets.
Item Construction underground sock well 1.50 m diameter & 3 Rupees Twenty
No mt in depth with Honey comb Brick masonary having Three Thousand One
59 crushing stg. Not less than 35 Kg/ sqmt in C.M. 1:5, 0.35 Hundred Twenty
m thick at bottom 1.50 mt & 0.23 mt thick 1.00 m of Three and Eighteen
honey comb masonary and 0.23 m thick 0.50 m Ht at Paisas Only
top level RCC 1:2:4 slab 0.10 m thick of top including 1.00 Nos 23123.18
inspection gap 0.60 m x 0.45 m and cover Ready made
F.R.c. cover whole work as per instruction of Engineer in
charge etc. complete
Item Construction of an under ground masonry water tank of Rupees Twelve and
No size 2.00m X 1.00m X 1.00m & 2000 litre capacity as per Eleven Paisas Only
2000.00 Litre 12.11
60 the approved drawing & design etc. complete.
Quantity Total Amount
Quantity Total Amount
Description of Item Estimated
estimated Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
but may be words estimated
book of specifications) more or less
quantities
Item Box cutting the road surface to proper slope and camber Rupees One
No for making a base for road work including removing the Hundred Two and
61 excavated stuff and depositing on the road side slope as Ninety Three Paisas
directed upto 50 Mt lead Only
Item Providing and fixing pre-cast Rubber Dye /steel Dye inter Rupees Six Hundred
No locking concrete block 60mm thick with grade of concrete Eighty Six and Ninety
62 M300 pnumatic compressed /vibrated mechanically and Paisas Only
as per approved design Confirming to IS 15658 :
including 35mm Sand layer for levelling and filling the joint 180.00 Sqm 686.90
with sand in proper line and level as per guidlines of IRC :
SP 63-2018 etc. Complete.
Item Providing and fixing pre-cast concrete kerb stone of gray Rupees Three
No cement based concrete block 30cm length,30cm height Hundred Eighty and
63 and 15cm thick of M200 grade concret as per approved Nineteen Paisas Only
design and including excavation for fixing in proper line 50.00 Rmt 380.19
and level,filling the joint with C:M 1:3 (1 cement:3 fine
sand) etc complete.
Item Credit amount for dismentaling work -Rupees Twenty
No 0.00 LS -20000.00 Thousand Only -20000.00
TOTAL ₹
Rupees Twenty Eight Lacs Ninety Two Thousand Two Hundred Six and Twenty Three Paisas Only
I / We / am / are willing to carry out the work at________________________________% above / below percent (should be written in
figure and words) of the estimated rates mentioned above. Amount of my / our tender Works out as under.
Estimated Amount Estimated Amount
put to tender Rs. _________ put to tender Rs. _________
Deduct_______% below Add_______% above
Net Rs._________ Net Rs._________
in words ___________ in words ___________
1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no
extra payment shall be made.
2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
3 GST and Income tax TDS will be deducted at a source while making payments of bills.
4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement
Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the
cost of difference of cement consumption have been deducted from the rate of original item at the rate of input rate mentioned in all
5 Credit amount of Rs.20000.00 Shall be recovered from the running bill in which dismantle item will be recorded for payment.
6 For Routine Maintenance, the unit rate indicated by the Authority shall apply. The Bidder is required to accept these rates. Further, the
payment shall be performance based As per BOQ Part-B.
Signature of contractor
Deputy Executive Engineer Executive Engineer
R & B Panchayat Sub Division R & B Panchayat Division
Viramgam Ahmedabad
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1 Clubing Community Hall at Endla Ta. Mandal.pdf
1 POL Community Hall at Endla Ta. Mandal.pdf
1 SBD Community Hall at Endla Ta. Mandal.pdf
1 Schedule B Communtity Hall at Endla Ta. Mandal.pdf
1 Specification Community Hall at Endla Ta. Mandal.pdf
Building Specifications _Booklet_.pdf
GR to be attached with DTP_SBD_with Index.pdf
gr.pdf
MULTIPURPOSE HALL-Model.pdf
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